Performance of Embankment Stabilized with Vertical Drains on Soft Clay-Reference-Cited by-同舟云学术

Performance of Embankment Stabilized with Vertical Drains on Soft Clay

Published:1994-02 Issue:2 Volume:120 Page:257-273
ISSN:0733-9410
Container-title:Journal of Geotechnical Engineering
language:en
Short-container-title:Journal of Geotechnical Engineering

Author:

Indraratna B.,Balasubramaniam A. S.,Ratnayake P.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9410%281994%29120%3A2%28257%29

Reference13 articles.

1. Balachandran S. (1990). “Simulation of a test embankment failure (Muar flood plain Malaysia) using finite element techniques coupled with critical state soil mechanics ” MS thesis Asian Institute of Technology Bangkok Thailand.

2. Britto A. M. and Gunn M. J. (1987). Critical state soil mechanics via finite elements . Ellis Horwood Chichester U.K.

3. Donald I. B. and Giam P. S. K. (1989). “Improved comprehensive limit equilibrium stability analysis.” Civil Engineering Research Report No. 1/1989 Monash Univ. Melbourne Australia.

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